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Design of Steel Structure

Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

4.5 mm
6 mm
8 mm
10 mm

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Design of Steel Structure
The risk coefficient k, depends on

basic wind speed
mean probable design life of structures
None of these
both (a) and (b)

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

2d/3
d/2
d/3
d/4

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

150
200
180
190

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.85 Awfy
0.55 Awfy
0.65 Awfy
0.75 Awfy

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

100
infinity
zero
10

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